Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Relative merits of grout and drainage curtains are given; effect of pressure on discharge in Lugeon-type water tests is considered; in certain cases, this discharge varies as fourth power of pressure; opening of joints under pressure effects can account for most of discrepancies observed between water test results and amount of cement injected; influence of cement grain sizes on groutability is mentioned; grouting pressures currently used in United States and Europe are discussed; effects of grouting and drainage on bank abutment stability are compared.
Relative merits of grout and drainage curtains are given; effect of pressure on discharge in Lugeon-type water tests is considered; in certain cases, this discharge varies as fourth power of pressure; opening of joints under pressure effects can account for most of discrepancies observed between water test results and amount of cement injected; influence of cement grain sizes on groutability is mentioned; grouting pressures currently used in United States and Europe are discussed; effects of grouting and drainage on bank abutment stability are compared.
Grouting and drainage of dam foundations
Les injection et les drainages de fondation de barrages
Sabarly, F. (Autor:in)
Geotechnique ; 18
1968
21 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Grouting Technologies for Dam Foundations
British Library Conference Proceedings | 1998
|Grouting foundations of Boulder Dam
Engineering Index Backfile | 1936
|Technique of pressure grouting of foundations
Engineering Index Backfile | 1928
|